Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/173829
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dc.titleCollapse of an excavation utilizing cement-treated soil columns and lessons learnt
dc.contributor.authorONG QINGWEI JOSHUA
dc.contributor.authorTAN SIEW ANN
dc.date.accessioned2020-09-01T02:10:50Z
dc.date.available2020-09-01T02:10:50Z
dc.date.issued2019-10-14
dc.identifier.citationONG QINGWEI JOSHUA, TAN SIEW ANN (2019-10-14). Collapse of an excavation utilizing cement-treated soil columns and lessons learnt. Special Session on Forensic Geotechnical Engineering, 16th ARC, Taipei. ScholarBank@NUS Repository.
dc.identifier.urihttps://scholarbank.nus.edu.sg/handle/10635/173829
dc.description.abstractUtilizing cement treatment for soft soils provides an economical and space efficient solution for excavation problems. When designing for such systems, tension softening of concrete must be accounted for with the use of advanced constitutive models. This paper gives a short description of the Shotcrete (Concrete) constitutive model and discusses a case history on a waterway construction excavation with deep soil mixed columns.
dc.language.isoen
dc.subjectDeep soil mixing, ground improvement, concrete tension softening, excavation
dc.typeConference Paper
dc.contributor.departmentCIVIL AND ENVIRONMENTAL ENGINEERING
dc.description.sourcetitleSpecial Session on Forensic Geotechnical Engineering, 16th ARC, Taipei
dc.published.statePublished
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